3) Span Lengths: One (1), 26-0 clear span (26-0 clear span along centerline of roadway)

Transcription

1 July, 05 Mr. Kenneth Wright, P.E., Lead Engineer HDR Engineering, Inc. Stanwix St., Suite 00 Pittsburgh, PA Re: S.R. 007, Section A03 JV-044 Bridge Replacement S.R. 007 (Blue Ball Road) over Laurel Run Boggs Township, Clearfield County Streamlined Type, Size and Location Submission Dear Mr. Wright: L.R. Kimball is pleased to submit copy of the Streamlined Type, Size and Location (TS&L) Submission for the proposed S.R. 007 (Blue Ball Road) over Laurel Run. The Streamlined TS&L Submission is in accordance with RBRP Modified Design Manual, Part 4, PP Type, Size and Location approval is requested for this structure. Enclosed for your review and approval are the following items: Type, Size and Location Drawings ( sheets) Design Calculations The following information for the proposed structure TS&L is provided in accordance with RBRP Modified Design Manual, Part 4, Section PP.9.3.3: ) Location: S.R. 007, Section A03 Segment 030 Offset 06 Station S.R. 007 (Blue Ball Road) over Laurel Run Boggs Township, Clearfield County ) Recommended Structure: Single cell precast concrete box culvert with a 6-0 x -0 opening and post-tensioned longitudinally. 9-0 (along centerline of culvert) precast end segment with integral wingwalls at the upstream end and an -9 (along centerline of culvert) precast end segment with integral wingwalls at the downstream end. Culvert is at grade with a variable depth bituminous overlay. 3) Span Lengths: One (), 6-0 clear span (6-0 clear span along centerline of roadway) ARCHITECTURE ENGINEERING COMMUNICATIONS TECHNOLOGY AVIATION CIVIL CONSTRUCTION SERVICES DATA SYSTEMS ENVIRONMENTAL FACILITIES ENGINEERING GEOSPATIAL NETWORKS PUBLIC SAFETY TRANSPORTATION Frick Building Suite 437 Grant Street Pittsburgh, PA 59 Phone: Fax:

2 JV044 Bridge Replacement S.R. 007, Section A03 Boggs Township, Clearfield County Page 4) Roadway Width: Out-to-out: 3-6 ½, includes two -9 ¼ wide structure mounted guiderail barriers. Barrel extends 6 past back face of structure mounted guiderail. Curb-to-curb: -0, includes two -0 lanes and two -0 shoulders. 5) Skew Angles: 90 00' 00" 6) Vertical and Horizontal Clearance: Minimum Required Effective Opening Height: 3-0 (BD-63M) Existing Opening Height: Not Available Provided Effective Opening Height Under Bridge: 7-0 7) Type of Substructure Recommended: N/A ) Deck Joints: None 9) Bearing Type and Location: N/A 0) Deck and Off Structure Drainage: On Structure: None required (natural) Off Structure: None required (natural) ) Design Methodology for Superstructure: Load and Resistance Factor Design in accordance with AASHTO LRFD Bridge Design Specifications, 5th Edition, 00, as Supplemented by RBRP Modified Design Manual Part 4. Live load distribution is based on AASHTO live load distribution methods as modified by RBRP Modified Design Manual Part 4. Additional information from QA Form D-5:. Project Information S-Number: S Design ADT: 466 Design ADTT: 59 Design Year: 037. Culvert Type and Geometry Fill Height: 0.4 Min. Max Length: 3-6 ½ (along centerline of culvert) Fish Passage: Yes

3 JV044 Bridge Replacement S.R. 007, Section A03 Boggs Township, Clearfield County Page 3 3. General Backfill Unit Density: 0 pcf Railroad Live Load: No ph Foundation Material: N/A ph Water: 5. Method of Corrosion Protection: Epoxy Coated Rebar and Type II Cement Anticipated Removal of Unsuitable Material: Based on the boring, unsuitable material is not anticipated at bottom of excavation. However, bottom of excavation shall be inspected for any unforeseen unsuitable material. If unsuitable material is encountered, overexcavate and backfill with No. coarse aggregate. Anticipated Settlement: <.0 Inlet End Wall Provided: Precast end segment with flared wingwalls and apron Inlet Scour Protection Provided: Alternative cutoff wall with grouted rock. R-6 min, 5-0 beyond wingwalls Outlet End Wall Provided: Precast end segment with flared wingwalls and apron Outlet Scour Protection Provided: Alternative cutoff wall with grouted rock. R-6 min, 5-0 beyond wingwalls 4. Design Requirements Design Life: Greater than 00 years Box Culvert Type: Precast Why C.I.P: N/A Computer Program Used: BXLRFD Method of Abrasion Protection: None If you have any questions regarding this submission, please contact me, at (4) Thank you. Sincerely yours, L.R. Kimball Geoffrey S. Holmes, P.E. Chief Bridge Engineer Enclosures REGISTERED PROFESSIONAL GEOFFREY STEPHEN HOLMES ENGINEER PE-07335

4 D-900 CADD (0-90) REVISED (05-97) PRECAST END SECTION (TYP.) BOX CULVERT 3'-0" GROUTED CUTOFF WALL (TYP.) R-6 ROCK LINING (TYP.) POTENTIAL RELOCATION POLE 3-3 (BY OTHERS) '-3 " 3'-6 " OUT-TO-OUT '-0" CURB-TO-CURB '-3 " '-0" MIN. (TYP.) 3-3 LEGAL RIGHT-OF-WAY HEADWALL (TYP.) '-0" SHLDR. '-0" LANE.0% P.G. '-0" LANE.0% '-0" SHLDR. USER:STIFFK0 PLOT DRIVER:PennDOT_PDF_Mono.pltcfg PLOT DATE: 7/3/05 :0:4 AM PATH: MODEL:Default FILE: RBRP-JV044-GPEL0culvertSUB.dgn POTENTIAL RELOCATION GAS LINE (BY OTHERS) S.R. 007 CONSTR. STA. AHEAD BIT. P.G. DATUM 505 WING B B STRUCTURE MOUNTED GUIDE RAIL (TYP.) EXISTING GROUND LINE FINISHED GROUND LINE (TYP.) R-6 ROCK LINING BEGIN STRUCTURE STA EL WING A TRUNK LAUREL RUN FLOW 50 MULTI- 4" PRECAST BOX CULVERT 7 90 STRUCTURE STA '-0" RISE BEDDING MATERIAL 3'-6 " OUT TO OUT 6" '-0" CURB TO CURB 6" PLAN '-0" SHLDR. '-0" SHLDR. ' 0 ' 4' 6' STRUCTURE MOUNTED GUIDE RAIL 7'-0" EFF REGISTERED PROFESSIONAL GEOFFREY STEPHEN HOLMES ENGINEER PE '-0" CLEAR 50 '-0" LANE '-0" LANE STREAMBED ' 0 ' 4' 6' PREPARED BY: L. R. KIMBALL VPT FRICK BUILDING - SUITE 50 WING C 55 " 437 GRANT STREET, PITTSBURGH, PA 59 4" 55 END STRUCTURE STA EL PC STA 7+3. EXISTING STRUCTURE TO BE REMOVED WING D BAFFLE BOTTOM OF CULVERT ELEVATION INLET EL OUTLET EL TEMPORARY RELOCATION OVERHEAD WIRE (BY OTHERS) HEADWALL PERMANENT RELOCATION POLE (BY OTHERS) GUIDERAIL (TYP.) (ROADWAY ITEM) Q00 EL = 5.5 Q5 EL = 5.3 PRECAST END SECTION (TYP.) HDR ENGINEERING, INC. STANWIX STREET SUITE 00 PITTSBURGH, PA 5 55 PA STRUCTURE MOUNTED GUIDE RAIL BARRIER ANCHOR SYSTEMS B- POTENTIAL RELOCATION WATER LINE (BY OTHERS) LEGAL RIGHT-OF-WAY WALL CONSTR & EXP JOINT DETAILS REINFORCEMENT BAR FABRICATION DETAILS BRIDGE DRAINAGE BOX INVERT EL PRECAST END SECTION (TYP.) TYPICAL WATERPROOFING AND EXPANSION DETAILS 3" x 3" CHAMFER '-0" DEPRESSION BC-706M BC-735M BC-736M BC-7M 7'-0" EFF * * MIN VERTICAL CLEARANCE REQUIRED = 3'-0" MIN VERTICAL CLEARANCE PROVIDED = 7'-0" B- B- BORING TABLE BORING STATION OFFSET HYDRAULIC DATA RETURN PERIOD - 5 YR FLOOD RETURN PERIOD - 00 YR FLOOD LEGEND: LAUREL RUN WATER SURFACE EL = 5.3 Q = 667 CFS V = 9.00 FPS WATER SURFACE EL = 5.5 Q = 955 CFS V = 9.5 FPS DRAINAGE AREA 4.74 SQ. MILES WATERWAY OPENING SQ. FEET '-0" SECTION ALONG OF CULVERT 6.5 LT. 6.5 LT. FLOOD OF RECORD - UNKNOWN WATER SURFACE ELEVATION (FLOOD)-UNKNOWN SOIL BORING INDICATES TRAFFIC DIRECTION EXISTING CONTOURS PROPOSED CONTOURS -6-3 BC-734M BC-75M % ' 0 ' 4' 6' Mark Description By Chk'd. App'd. Date COMMONWEALTH OF PENNSYLVANIA RECOMMENDED FISH BAFFLE BEDDING MATERIAL ('-0" MINIMUM) HORIZONTAL CURVE DATA S.R. 007 CONSTR. PI STA ` = 6 4'00" LT. T = 35.97' L = 67.00' R = 57.96' E = 5.9' VERTICAL CURVE DATA PVI STA EL= 56.3' Vc = 00' G = -.7% G = +0.50% REVISIONS JV 044 BRIDGE KEY 69 BMS MPMS 357 DEPARTMENT OF TRANSPORTATION CLEARFIELD COUNTY S.R. 007 ALTERNATE CUTOFF WALL WITH GROUTED ROCK (TYP.) SECTION A03 SEG. 030 OFF. 06 S.R. 007 STA OVER LAUREL RUN BOX INVERT EL '-0" x '-0" PRECAST CONCRETE BOX CULVERT TYPE, SIZE AND LOCATION Q00 EL = 5.5 Q5 EL = 5.3 VERTICAL CURVE DATA PVI STA EL= 57.46' Vc = 0' G = +0.50% G = +.53% SHEET OF MECHANICAL CONNECTION DETAILS BC-79M -6-3 SIGNATURE & DATE DESCRIPTION DWG. NO. APP. DATE DES: JMW DWG: KAS CKD: GSH S- SUPPLEMENTAL DRAWINGS 34937

5 D-900 CADD (0-90) REVISED (05-97) GENERAL NOTES FOUNDATION NOTES PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, RBRP MODIFIED PUB NO 40, AND THE CONTRACT SPECIAL PROVISIONS. DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 00, AND AS SUPPLEMENTED BY RBRP MODIFIED DM4. LIVE LOAD DISTRIBUTION TO THE CULVERT IS BASED UPON RBRP MODIFIED DM-4 DISTRIBUTION FACTOR METHOD. DESIGN IN ACCORDANCE WITH THE LRFD METHOD. DEAD LOAD INCLUDES AN ADDITIONAL 30 LB/SF FOR FUTURE WEARING SURFACE. DESIGN LIVE LOADS: PHL-93 OR P- (04 KIP PERMIT LOAD) USE A CONCRETE STRENGTH (f'c) OF 5000 PSI MINIMUM AT DAYS FOR PRECAST BOX AND PRECAST WING SECTIONS. REINFORCEMENT BAR Fy = PSI USE CLASS A CEMENT CONCRETE FOR BAFFLES. USE CLASS AA CEMENT CONCRETE FOR CURB AND HEADWALL. USE TYPE II SULFATE RESISTANT CEMENT AND WATER/CEMENT RATIO OF 0.45 FOR ALL PRECAST AND CAST-IN-PLACE ELEMENTS. COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH RBRP MODIFIED PUB NO 40, SECTIONS AND 07.. FOR CAST-IN-PLACE CONCRETE, PROVIDE GRADE 60 REINFORCING STEEL THAT MEETS THE REQUIREMENTS OF ASTM A 65/A 65M, A 996/A 996M OR A 706/A 706M. DO NOT WELD GRADE 60 REINFORCING STEEL BARS UNLESS SPECIFIED. DO NOT USE RAIL STEEL A 996/A 996M REINFORCEMENT BARS IN CURBS, BAFFLES OR CUT-OFF WALLS, OR WHERE BENDING OR WELDING OF THE REINFORCEMENT BARS IS INDICATED. PRIOR TO FOUNDATION CONSTRUCTION, THE DEVELOPMENT ENTITY REPRESENTATIVE WILL EVALUATE THE BEARING MATERIAL. REPLACE ALL SOFT OR OTHERWISE INCOMPETENT MATERIAL WITH EITHER NO. A OR NO. COARSE AGGREGATE, " MINIMUM THICKNESS. THE DEVELOPMENT ENTITY REPRESENTATIVE MAY CHANGE THE FOOTING ELEVATION OR ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION. SOIL IS CORROSIVE. USE TYPE II CEMENT WITH A MAXIMUM WATER/CEMENT RATIO OF 0.45 AND EPOXY COATED REINFORCING STEEL IN ALL SUBSTRUCTURES. DO NOT USE ADDITIVES CONTAINING CHLORIDES IN THE SUBSTRUCTURE CONCRETE. DEWATER EXCAVATIONS EXTENDING BELOW GROUNDWATER LEVEL. PLACE ALL CONCRETE ON A FOUNDATION SURFACE FREE OF DEBRIS, LOOSE MATERIAL, AND SURFACE WATER. PROVIDE SUFFICIENT DRAINAGE AND PUMPING AS NECESSARY. REMOVE THE EXISTING FOUNDATION ELEMENTS IN THEIR ENTIRETY IN THE LOCATIONS WHERE THE EXISTING FOUNDATION ELEMENTS INTERFERE WITH THE PROPOSED STRUCTURE AND TO A MINIMUM OF TWO () FEET BELOW BEDDING. BACKFILL WITH EITHER NO. A OR NO. COARSE AGGREGATE. DESIGN TEMPORARY EXCAVATIONS IN ACCORDANCE WITH THE SOIL AND ROCK PARAMETERS PROVIDED IN THE STRUCTURE FOUNDATION REPORT, INCLUDING ISSUED ADDENDUMS TO THE REPORT, AND IN ACCORDANCE WITH CURRENT OSHA REQUIREMENTS (9 CFR PART , SUBPART P). IF THE CONTRACTOR ELECTS TO NOT USE THE SOIL AND ROCK PARAMETERS PROVIDED IN THE STRUCTURE FOUNDATION REPORT FOR DESIGN OF THE TEMPORARY EXCAVATION SUPPORT SYSTEM, ASSUME TYPE C SOILS (UNLESS SOIL TYPE IS CONFIRMED BY DEVELOPMENT ENTITY REPRESENTATIVE). DO NOT EXCEED A FT. DIFFERENCE IN FILL ELEVATION ON THE SIDES OF THE BOX CULVERT DURING PLACEMENT OF A BACKFILL. DO NOT ALLOW THE WHEELS OF ROLLERS TO COME CLOSER THAN FT. TO THE FACES OF THE STRUCTURE DURING COMPACTION OF THE BACKFILL. PROVIDE MINIMUM LAP AND EMBEDMENT LENGTH OF REINFORCEMENT IN ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS NOTED OTHERWISE. USER:STIFFK0 PLOT DRIVER:PennDOT_PDF_Mono.pltcfg PLOT DATE: 7//05 5:50:35 AM PATH: MODEL:Default FILE: RBRP-JV044-GNT0culvert.dgn PROVIDE " CONCRETE COVER ON REINFORCEMENT BARS EXCEPT AS NOTED. CHAMFER EXPOSED CONCRETE EDGES "X" EXCEPT AS NOTED. USE OF CONCRETE ADDITIVES CONTAINING CHLORIDES IS PROHIBITED. USE EPOXY-COATED REINFORCEMENT BARS IN ALL CAST-IN-PLACE CONCRETE AND PRECAST CONCRETE. REFER TO THE WATERWAY PERMIT FOR TIME PERIODS IN WHICH WORK IS PROHIBITED. VERIFY THAT THE EXISTING STRUCTURAL MEMBERS DO NOT CONTAIN LEAD OR OTHER TOXIC MATERIAL. NOTIFY THE REGIONAL HEADQUARTERS OF THE PA FISH AND BOAT COMMISSION PRIOR TO CONSTRUCTION AND COOPERATE WITH THE FISH COMMISSION DURING CONSTRUCTION. LOAD RATING SUMMARY (ADTT = 59) PRECAST BOX CULVERT (W/FWS) H0 HS0 ML-0 TK-57 PHL-93 P- ELEMENT TOP SLAB TOP SLAB TOP SLAB TOP SLAB TOP SLAB --- INVENTORY LOCATION 0.L 0.L 0.9L 0.9L 0.L --- RATING (IR) LIMIT STATE STR I STR I STR I STR I STR I --- RATING FACTOR.97 (V).55 (V).7 (V).36 (V). (V) --- ULTIMATE CAPACITY ELEMENT TOP SLAB TOP SLAB TOP SLAB TOP SLAB TOP SLAB TOP SLAB OPERATING LOCATION 0.L 0.L 0.9L 0.9L 0.L 0.L RATING (OR) LIMIT STATE STR-II STR-II STR-II STR-II STR-IA STR-II RATING FACTOR.55 (V).0 (V).65 (V).77 (V).9 (V). (V) ULTIMATE CAPACITY RATING NOTES:. RATINGS IN THIS TABLE ARE BASED ON LOAD AND RESISTANCE FACTOR DESIGN (LRFD).. THE ULTIMATE CAPACITY RELATES TO THE GOVERNING RATING. SHEAR RATINGS PROVIDE CAPACITY IN KIPS. MOMENT RATINGS PROVIDE CAPACITY IN KIP-FEET. 3. V INDICATES RATING CONTROLLED BY SHEAR. M INDICATES RATING CONTROLLED BY MOMENT. Mark Description By Chk'd. App'd. Date REVISIONS JV 044 BRIDGE KEY 69 BMS MPMS 357 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION CLEARFIELD COUNTY S.R. 007 SECTION A03 SEG. 030 OFF. 06 S.R. 007 STA OVER LAUREL RUN 6'-0" x '-0" PRECAST CONCRETE BOX CULVERT REGISTERED PROFESSIONAL TYPE, SIZE AND LOCATION GEOFFREY STEPHEN HOLMES ENGINEER RECOMMENDED SHEET OF PE DES: JMW DWG: KAS CKD: GSH S

6 PRECAST BOX CULVERT DESIGN CALCULATIONS & ANALYSIS RATINGS CLEAR SPAN x CLEAR HEIGHT x FILL 6.000' x.000' x 0.47' Designer: JMW Date: 6/9/05 Checker: JHM Date: 6/9/05

7 TABLE OF CONTENTS DESCRIPTION ASSUMPTIONS PAGE BXLRFD DATA SUMMARY BXLRFD INPUT SUMMARY BXLRFD BARRIER DEAD LOAD STEEL REINFORCEMENT LAP LENGTH CALCULATIONS BXLRFD RATING SUMMARY BXLRFD OUTPUT FILE

8 L.R. Kimball Computation Project: PENNDOT P3 Computed: JMW Date: 6/9/05 Subject: PRECAST BOX CULVERT DESIGN - JV-044 Checked: JHM Date: 6/9/05 Task: PRECAST CULVERT DESIGN ASSUMPTIONS Sheet: Of: 6 ASSUMPTIONS Single cell precast box culvert. See Sheet /6 for details of precast culvert and roadway geometry. No shear reinforcement. Vertical wall barrier is used for all analyses. " x " Haunches. Material properties per BD-63M (Sheet 4 of 3) and per these calculations (Sheet of 6). Concrete clear cover per BD-63M, Sheet 4 of 3: Top bars in top slab:.5" clear cover (all cases considered). Top bars in bottom slab:.0" clear cover. All other bars:.5" clear cover. Additional 30 PSF included for future wearing surface per PennDOT DM-4, Section... and BD-63M, Sheet 4 of 3, Note #6. Refer to "BXLRFD Input" summary for additional assumptions.

9 L.R. Kimball Computation Project: PENNDOT P3 Computed: JMW Date: 6/9/05 Subject: PRECAST BOX CULVERT DESIGN - JV-044 Checked: JHM Date: 6/9/05 Task: BXLRFD DATA SUMMARY Sheet: Of: 6 6' x ' Opening f'c (ksi) Clear Span (ft) Clear Height (ft) ROADWAY DATA STRUCTURE OUT-TO-OUT DISTANCE = 3.54 FT CURB-TO-CURB DISTANCE =.000 FT PA TYPE 0M BARRIER WIDTH =.0 IN NUMBER OF SEGMENTS = CONTINUITY SLAB THICKNESS = IN UPSTREAM INVERT EL = -- DOWNSTREAM INVERT EL = -- SLOPE OF CULVERT FLOOR = -- FT/FT MINIMUM PAVEMENT EL = -- MIN PAVE EL HORIZ OFFSET FROM U.S. INVERT = -- FT MAXIMUM PAVEMENT EL = -- MAX PAVE EL HORIZ OFFSET FROM U.S. INVERT = -- FT MAXIMUM PAVEMENT EL AT CURB = -- MINIMUM PAVEMENT THICKNESS = 0.00 IN Total depth of asphalt above the top of the continuity slab. MAXIMUM PAVEMENT THICKNESS = 0.00 IN Max. pavement thickness = M pavement thickness = Constant pavement thickness TOTAL THEORETICAL FILL = 5.00 IN Theoretical total fill (continuity slab thickness + pavement thickness) Segment Width (ft) Top Slab Thick () Top Slab - Bot. Steel Area (T3) (in /ft) Bot. Slab Thick () Top Steel Area (B3) (in /ft) - Wall Thickness (in) Wall Left Steel Area (in /ft) Walls Wall Right Steel (W) Area (in /ft) Wall Left Steel (W) Area (in /ft) Wall Right Steel Area (in /ft) Horizontal Dimension (in) " 5" 5" 5" 5" 5" Top Steel Area Bottom Steel Area T Reinf =.96 in /ft B Reinf =.96 in /ft Left T Reinf = 5" B Reinf = 5" T Range = 5.0 ft B Rang = 5.0 ft T Reinf = in /ft B Reinf = in /ft Middle T Reinf = 5" B Reinf = 5" T Range = 0.0 ft B Rang = 0.0 ft T Reinf 3 =.96 in /ft B Reinf 3 =.96 in /ft Right T Reinf 3 = 5" B Reinf 3 = 5" T Range 3 = 6.00 ft B Rang 3 = 6.00 ft Note: Transverse reinforcement for slabs and walls are defined in the "Rebar Checks" sheet. STRUCTURE DATA Bottom Slab Haunches Vertical Dimension (in) BXLRFD Version:.6.0.0

10 L.R. Kimball Computation Project: PENNDOT P3 Computed: JMW Date: 6/9/05 Subject: PRECAST BOX CULVERT DESIGN - JV-044 Checked: JHM Date: 6/9/05 Task: BXLRFD INPUT SUMMARY Sheet: 3 Of: 6 FILE: C-STR_P x.000x0.47.dat COMMAND PARAMETER INPUT UNITS CODE / COMMENTS TTL Line Line Line 3 See right See right See right Standard Precast Concrete Box Culvert Design Culvert Size: 6.000' x.000' x 0.47' (Clear Span x Clear Height x Fill) Computed: JMW (Date: 06/9/05); Checked: JHM (Date:06/9/05) CTL System of Units Structure Type Type of Run Precast or Cast-in-place Bottom Slab Top Slab Support Frame Support AR P Y Default: US Customary Units Box culvert has cell Analyze, spec.check, and rate members. Geometry and reinforcement are known. Precast structure Bottom slab is present Leave blank for precast culverts. Leave Blank for culverts with bottom slabs. MAT f'c for All Members f'c for Top Slab Reinforcement Grade Reinforcement Type Alpha Rebar Size or Wire Diam. Epoxy Coated Bars Concrete Unit Weight for DL Concrete Unit Weight for E B ksi ksi ksi degrees # 50.0 lb/ft lb/ft 3 Default = 5.0 ksi (in accordance with BD-63M, Sheet 4 of 3). Leave blank for precast culverts. Default = 60 ksi (in accordance with BD-63M, Sht. 4 of 3). Reinforcement bars used. Leave blank for designs that exclude shear reinf. (per D-0 preferences) Leave blank for analysis runs. N/A (Not used for precast culverts). See AASHTO LRFD Table & C3.5.. For f'c < 5.0 ksi, Unit Weight = k/ft 3 = 0.50 k/ft 3 = 50 lb/ft 3 For 5.0 < f'c < 5.0 ksi, Unit Weight = (0.00)(f'c) k/ft 3 = 45 + (.0)(f'c) lb/ft 3. See AASHTO LRFD Table For f'c < 5.0 ksi, Unit Weight = 0.45 k/ft 3 = 45 lb/ft 3 For 5.0 < f'c < 5.0 ksi, Unit Weight = (0.00)(f'c) k/ft 3 = 40 + (.0)(f'c) lb/ft 3. DIM Clear Span 6.00 ft Clear Height.00 ft Top Slab Thickness 5.00 Bottom Slab Thickness Left Wall Thickness Right Wall Thickness Interior Wall Thickness Fill Grade Top Slab Grade U-channel Left Wall Height U-channel Right Wall Height % % ft ft Based on hydraulic requirements. Based on hydraulic requirements. As required by design. Minimum thickness for precast culverts (S > ft): M = in for S > ' (per BXLRFD Users's Manual, Table 5.-). M = 3 in for S > ' (per BD-63M, Sheet 4 of 3). Controlling M = 3 in As required by design. Minimum thickness for precast culverts (S > ft): M =.5 in for S > ' (per BXLRFD Users's Manual, Table 5.-). M = 3 in for S > ' (per BD-63M, Sheet 4 of 3). Controlling M = 3 in As required by design. Minimum thickness for precast culverts (S > ft): M = in for S > ' (per BXLRFD Users's Manual, Table 5.-). M = 3 in for S > ' (per BD-63M, Sheet 4 of 3). Controlling M = 3 in As required by design. Minimum thickness for precast culverts (S > ft): M = in for S > ' (per BXLRFD Users's Manual, Table 5.-). M = 3 in for S > ' (per BD-63M, Sheet 4 of 3). Controlling M = 3 in Leave blank for a one cell culvert. Leave blank for a culverts at grade. Default = 0.0%. Top slab thickness does not vary. Leave blank for a box culvert. Leave blank for a box culvert. LDC Earth Weight/Density lb/ft 3 Height of Fill 0.47 ft Number of Lanes Live Load Surcharge 3.0 ft Live Load Overlay Weight/Density A 0.00 lb/ft 3 Overlay Thickness 0.00 in Future Wearing Surface lb/ft Max LL Distr Length ft Segment Length 3.66 ft Mult Presence Reduction PA Traffic Factor Fatigue Dynamic Load Allow Ductility Factor Redundancy Factor Importance Factor P- Max Dynamic Load Allow Live Load Override Min Equiv. Fluid Press Max Equiv Fluid Press Barrier Dead Load Approach Slab DL Left Wall Approach Slab LL Left Wall Approach Slab DL Right Wall Approach Slab LL Right Wall Ratings without FWS Backfill Type lb/ft 3 lb/ft kips/ft Wt. avg. of 5" continuity slab (50 pcf) & 0" constant overlay thickness (40 pcf). Theoretical fill = continuity slab thickness + minimum pavement thickness ' curb-to-curb / ' per lane =.33 lanes --> use lanes Per DM-4, Section , 3.0 for box culverts PHL-93,P-, ML-0, TK57, HS0 and H0 Set = 0.00 since fill is defined in Parameters # & # Set = 0.00 since fill is defined in Parameters # & # PennDOT DM-4, Section...; BD-63M, Note #6. Curb-to-curb distance. Refer to BXLRFD User's Manual - Fig Segments at 3.66' = 3.54' Default =.0 (only value allowed by BXLRFD) This parameter is no longer used and should be left blank. This parameter is no longer used and should be left blank. Default =.0 (DM-4, Section.3.3) Default =.0 (DM-4, Section.3.4) Default =.0 (DM-4, Section.3.5) Default =. (DM-4, Section 3.6..) Default = 0 (the program determines when live load is applicable) Default = 45 lb/ft 3 (the m specified in DM-4 Table ) Default = 70 lb/ft 3 (the max. specified in DM-4 Table ) See separate calcs: 0.3 klf per PennDOT BD-67M, Sht. of 7 + extra barrier No approach slab per D-0. No approach slab per D-0. No approach slab per D-0. No approach slab per D-0. Default = N Default = O (Conservative assumption for LL through fill, BXLRFD Manual )

11 L.R. Kimball Computation Project: PENNDOT P3 Computed: JMW Date: 6/9/05 Subject: PRECAST BOX CULVERT DESIGN - JV-044 Checked: JHM Date: 6/9/05 Task: BXLRFD INPUT SUMMARY Sheet: 4 Of: 6 FILE: C-STR_P x.000x0.47.dat COMMAND PARAMETER INPUT UNITS CODE / COMMENTS HCH Top Left x.00 Minimum allowed per PennDOT District 0-0 = " Minimum allowed per DM-4, Section.. = 6". Use " as the standard for all culverts. Top Left y.00 Minimum allowed per PennDOT District 0-0 = " Minimum allowed per DM-4, Section.. = 6". Use " as the standard for all culverts. Top Right x Top Right y Bottom Left x Bottom Left y Bottom Right x Bottom Right y Top Interior x Top Interior y Bottom Interior x Bottom Interior y Leave Blank. Uses "Top Left x" value by default. Leave Blank. Uses "Top Left y" value by default. Leave Blank. Uses "Top Left x" value by default. Leave Blank. Uses "Top Left y" value by default. Leave Blank. Uses "Top Left x" value by default. Leave Blank. Uses "Top Left y" value by default. Leave blank. No interior wall. Leave blank. No interior wall. Leave blank. No interior wall. Leave blank. No interior wall. CVR Top Slab Top Cover.50 Top Slab Bottom Cover.50 Bottom Slab Top Cover.00 Bottom Slab Bot Cover.50 All Wall Covers Footing Top Cover Footing Bottom Cover.50 TSR Slab Number T Range Distance 5.00 ft Reinforcement Size Spacing 5 Range Distance Reinforcement Size Spacing Range Distance 3 Reinforcement Size 3 Spacing TSR Slab Number B Range Distance 6 ft Reinforcement Size Spacing 5 BSR Slab Number T Range Distance 6 ft Reinforcement Size Spacing 5 BSR Slab Number B Range Distance 5.00 ft Reinforcement Size Spacing 5 Range Distance 0.00 ft Reinforcement Size Spacing 5 5 Range Distance ft Reinforcement Size 3 Spacing 3 5 WLR Wall Number L Range Distance.000 ft Reinforcement Size Spacing 5 WLR Wall Number R Range Distance.000 ft Reinforcement Size Spacing 5 5 WLR Wall Number L Range Distance.000 ft Reinforcement Size Spacing 5 5 Default:.50 (See BD-63M, Sheet 4 of 3 or BXLRFD User's Manual Table 5.5-) Default:.50 (See BD-63M, Sheet 4 of 3 or BXLRFD User's Manual Table 5.5-) Default:.00 (See BD-63M, Sheet 4 of 3 or BXLRFD User's Manual Table 5.5-) Default:.50 (See BD-63M, Sheet 4 of 3 or BXLRFD User's Manual Table 5.5-) Default:.50 (See BD-63M, Sheet 4 of 3 or BXLRFD User's Manual Table 5.5-) Leave blank (no footing). Leave blank (no footing). Single cell culvert. Top slab, top reinforcment. Over full width. Range Reinforcement: 5" Range Reinforcement: 5" Range 3 Reinforcement: 5" Single cell culvert. Top slab, bottom reinforcment. Over full width. Reinforcement: 5" Single cell culvert. Bottom slab, top reinforcment. Over full width. Reinforcement: 5" Single cell culvert. Bottom slab, bottom reinforcment. Over full width. Range Reinforcement: 5" Range Reinforcement: 5" Range 3 Reinforcement: 5" Left wall. Left face of wall. Over full height. Should equal clear height in "DIM" parameters. Reinforcement: 5" Left wall. Right face of wall. Over full height. Should equal clear height in "DIM" parameters. Reinforcement: 5" Right wall. Left face of wall. Over full height. Should equal clear height in "DIM" parameters. Reinforcement: 5"

12 L.R. Kimball Computation Project: PENNDOT P3 Computed: JMW Date: 6/9/05 Subject: PRECAST BOX CULVERT DESIGN - JV-044 Checked: JHM Date: 6/9/05 Task: BXLRFD INPUT SUMMARY Sheet: 5 Of: 6 FILE: C-STR_P x.000x0.47.dat COMMAND PARAMETER INPUT UNITS CODE / COMMENTS WLR Wall Number R Right wall. Right face of wall. Range Distance.000 ft Over full height. Should equal clear height in "DIM" parameters. Reinforcement Size Spacing 5 Reinforcement: 5" OIN Input File Echo Input Commands Input Summary Print echo of input file. Print the input commands. Leave Blank. Default:. See BXLRFD User's Manual Table 6.6- OUR Section Properties Live Load Rating Rating Summary DL Effects and Capacities Flexural Reinforcement Shear Design Foundation Pressure Quantities Serviceability Table Serviceability Summary Foundation Pressure Summary Leave blank. Default: 0 (BXLRFD Table 6.7-). Do not print section properties Use "" to print capacities in the output file Leave blank. Default: (BXLRFD Table 6.7-). Print Rating Summary Leave blank. Default: (BXLRFD Table 6.7-). Print DL effects and capacities Leave blank. Default: N/A for Analysis Run (BXLRFD Table 6.7-). Leave blank. Default: N/A for Analysis Run (BXLRFD Table 6.7-). Leave blank. Default: 0 (BXLRFD Table 6.7-). Do not print foundation pressure Leave blank. Default: (BXLRFD Table 6.7-). Print Quantities Print serviceability table Leave blank. Default: (BXLRFD Table 6.7-). Print serviceability summary table. Leave blank. Default: (BXLRFD Table 6.7-). Print foundation pressure summary table INPUT FILE (Analysis) TTL Standard Precast Concrete Box Culvert Design TTL Culvert Size: 6.000' x.000' x 0.47' (Clear Span x Clear Height x Fill) TTL Computed: JMW (Date: 06/9/05); Checked: JHM (Date:06/9/05) CTL,,AR,P,Y,, MAT,,,B,,,,50,45 DIM 6,,5,3.5,7,7,,,,, LDC ,0.47,,3,A,0,0,30,,3.66,,,,,,,,,,,0.593,,,,,, HCH,,,,,,,,,,, CVR.5,.5,,.5,.5,, TSR,T,5.,,5,0.,5,5,6,,5 TSR,B,6,,5 BSR,T,6,,5 BSR,B,5.,,5,0.,5,5,6,,5 WLR,L,,,5 WLR,R,,5,5 WLR,L,,5,5 WLR,R,,,5 OIN,, OUR,,,,,,,,,,